HomeMy WebLinkAboutTED4003195.14SEC. 15, TWP. 23 N., RGE. 5 E., W.M.
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54 UNIT R'
�6,. TOP SLAB
F'QO
BORING CASING -
FILLED WITH COF
STANDARD GAL V. C.B.
LADDER STEPS. (TYP.)
54" (LD)
TYPE lI C.B.
PLAN
d \
e: 777 a
\ _ a
d \ \
l.E. 351.00
1. E. 550.00
d
a.
L4,
dd
d
NOT: ALL METAL PARTS AND SURFACES MUST
BE MADE OF CORROSION RESISTANT MATERIAL OR
COMPLETE CORROSION PROTECTION MUST BE ASSURED.
2'
BED EDGE.
-PLACED
(AN' ROCKS.
STANDARD L OCKING GRA TE EL. _ 35J 50
RISER BRICK OR
ADJUSTMENT RINGS
AS REQUIRED. (TYR)
JAILHOUSE WEIR (3/4" 0 SM0077I BARS AT 4" O.C.
HEIGHT = 6"
LENGTH = 4.00'
(GROUT AROUND FRAME AS NEEDED)
'NE?GY n/SSIPA TION OUTFALL- CR I
NOT TO SCALE
EX. GROUND
EL. J50.5
MAPLEWOOD CREEK
Q46M
TOP BERM ELEV. _ ,378.0
PROVIDE 6' IMDE x 18" DEEP x 16' LONG
CONCERETE SPILL WA Y.
TOP ELEVATON. J775
BOTTOM ELEVATION. .376.0
QUARRY SPALLS SHOULD BE INSTALLED ON BOTH
SIDES OF WEIR TO THE SAME TOP ELEVATON.
N�!
0'
2
~ �
oo
OUTFALL PROFILE
1 "=20' H
1 "=10' V
.3'
.3'
EMERGENCY SPILL WAY DETAIL
p-
;. •oF • ivA;�,F
p,
�
,P 33251
FSS/ONAL EN��
EORE>2- -04
m
MAX. DESIGNED
F W.S. ELEV. = ,3,77.0
RECOMMENDED
FOR APPROVAL
BY DA TE.- �
BY DA TF-
BY DA TE.-
7 477 7 NE 29th Place Suite 10 7
on Bellevue, Washington 98007
425.885.781-7 Fax 425.885.7963
DESIGN
ENGINEERING • PLANNING • SURVEYING
STORM DRAINA GE DETAILS
CORE 109102052
C4..34
SCANNED APR 2 2